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HomeMy WebLinkAboutB11-0496 REV09 Footer Survey / FOUND No. 5 REBAR / WITH 1Y2" ALUMINUM CAP�_ C� GENERAL NOTES L.S. No. 28267 �20 1. THIS IS NOT AN IMPROVEMENT LOCATION CERTIFICATE. THE SOLE PURPOSE OF T THIS EXHIBIT IS TO SHOW THE AS-BUILT FOOTER LOCATIONS. C21 2. � DENOTES AS-BUILT SURVEY LOCATION FEBRUARY 25, 2015. FOUND No. 5 REBAR 3. SHADED AREAS INDICATE FOOTERS POURED TO DATE. �� WITH 1Y2" ALUMINUM CAP �O 22 / / L.S. No. 28267 ^ G N' / J � �� �P�> � / � W �O�R�GN�/O�/ � / �-�. �.�P�� �° � � GRAPHIC SCALE -�� s �O <�N��� G� , � � 20 o i o 20 40 / � FOUND No. 5 REBAR / � ��WITH 1Y2' ALUMINUM CAP / \ L.S. No. 28267 ( IN FEET ) � � 1 inch = 20 ft. / \ � PEDESTRIAN EASEMENT S�MEN�682� � � (RECEPTION No. 201403458) v��L����N N°' �� 8112.� / / i / (SHADED AREA) � ' � ���G�P�\ / / � � o �� o. / � / � i � � SHORING WALL � �� i � i � / Z FOUND No. 5 REBAR � \ � � � WITH 1Y2" ALUMINUM CAP � � � O L.S. No. 28267� 8112.� � \ i N �-] � i 0 � � \ � 8112.0 � H / � , o � i ,�� o o O / � V / \\ / / ��/ � � ^ 'n � V� VL \ �� � N I � x LINE TABLE �2� \ � �/ LO T 1 � � � � LINE LENGTH BEARING � �! � � � �� 44.19' S23°03'00"E i i 8112.5 (RECEPTION No. 201403458) � � D I-I L2 21.50' N66'57'00"E 1.569 ACRES oo O v �J L3 16.55' S23°03'00"E STEP = 8112.5 � STEP = 81120 � � L4 40.47' S69°44'54"E � � DDRESS: 705 WEST I.IONSHEAD CIRCLE � .. � � a? � L5 19.02' S20°00'00"W � � � � L6 16.91' S57°56'00"W D �7 34.34' S40°21'26"E � (n � L8 42.68' N40°21'26"W UTILITY EASEMENT ��/ �8112.0 (n r L9 3.95' N67°05'S7"W (RECEPTION No. 20146799) � \ L10 16.68' S21°21'06"E (HATHCED AREA) � L11 19.61' S43°51'06"E 8112.0 i �� � i � � L12 2.42' S66'57'14"W � � � � L13 11.17' S23°02'46"E � \ L14 2.42' N66'57'14"E '�o/��; � � � � \ �� � D L15 10.91' S23°02'46"E o\ � \ � � � 8112.0 �7 L16 16.71' S87°54'26"E r'- � � � � � � Z L17 19.36' N81°06'08"E /� � � � � �:� 8112.4 � L18 19.35' N73'25'22"E / \ \ � � � � v L19 19.86' N74'05'59"E �d'�� � -� , � � � L20 19.38' N59'25'35"E �6'.j�\ \� �' � � � / / � ��/ \� L21 13.85' S18°43'31"E i ��j � � 8112.2�� � - L22 58.44' S73°57'24"W y� � 8112.4 � 8114.8 L23 11.10' S77°32'24"W ��� � � \ � - - _ _ _ _ _ _ L24 9.66' S86'26'41"W �^2� �i � 8112.4 _ 8112.4 � L25 16.51' N79°48'28"W � � � \ STEP 8114.8 � � �26 6.37' N15°31'58"W i � � � � � 8114.8 � � ��� \ � CURVE TABLE �° � � � � / � CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING � i � 8112.4 /,q�� �� I C1 4'19'01" 3650.00' 275.01' 137.57' 274.94' S66'16'32"W .. � u; Q � �, /��.p�� o, C2 90°47'25" 25.00' 39.61' 25.35' 35.60' N66°10'14"W �� 'c,�� 566° o C3 18'46'32" 125.00' 40.96' 20.67' 40.78' N11'23'16"W � � � C4 94°46'27" 150.00' 248.12' 163.05' 220.78' N45'25'36"E U, � C5 4'09'27" 289.00' 20.97' 10.49' 20.97' S89'15'51"E VAIL S P A � L�Z � �, � � � C23 C6 89°49'15" 5.00' 7.84' 4.98' 7.06' N24'S2'27"W C 0 NDO MINIUMS < � 10 � o+ � � C7 19°16'38" 150.00' 50.47' 25.47' 50.23' N55'07'46"E �0 �� � g o� C8 OMMITED ��` < 8114.6 I (RECEPTION No. 191852) � � 8112.4 00 � 8112.4 C9 OMMITED ' C10 2°20'01" 150.00' 6.11' 3.06' 6.11' S88'21'14"E (OWNER: VAIL SPA CONDOMINIUMS ASSOCIATION) •��� �-1 �s 66°�� STEP = 8114.8 `a \ C11 17°42'01" 150.00' 46.34' 23.36' 46.15' N81°37'45"E N r� 32'�g�w� C12 8°00'42" 150.00' 20.97' 10.50' 20.96' N68'45'S7"E a�� �` MU 8S•0� ` �'� C13 15°15'09" 150.00' 39.93' 20.08' 39.81' N37'52'20"E � EASEMETVAI ANp � `V C14 7°27'12" 150.00' 19.51' 9.77' 19.50' N26'33'07"E � fASEMENT NT (BOpK Re��PRO� C15 933'20" 150.00' 25.02' 12.54' 24.99' N18°02'S2"E �R��D�NT Mq�AT pq���CESS , C16 15°13'49" 150.00' 39.87' 20.05' 39.76' N0539'17"E EXH I B I T EPT��N No TENANCE 6j5� ANp ° ��� 50°59'48" 8.24' 7.33' 3.93' 7.09' N31'29'11"E L4 86g68S) AGREEMENT `� C18 6°26'59" 360.79' 40.61' 20.33' 40.59' NO2'45'47"E C19 1032'05" 210.00' 38.61' 19.36' 38.56' N08'38'59"W I HEREBY CERTIFY THAT THIS EXHIBIT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT ENZIAN AT VAIL N19°48'32"E-43.50' C20 90°47'25" 25.00' 39.61' 25.35' 35.60' N66°10'14"W FOUND No. 5 REBAR SURVEY PLAT, AND THAT IS IN NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF �,g S67'10'12"E-8.92' C21 25°06'S1" 25.00' 10.96' 5.57' 10.87' N33°19'49"W FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. C O NDO MINIUMS WITH 2" ALUMINUM CAP L.S. No. ILLEGIBLE �22 1°57'44" 3650.00' 125.00' 62.51' 124.99' S67°27'11"W I FURTHER CERTIFY THAT THE IMPROVEMENTS SHOWN ON THE ABOVE DESCRIBED `y' C23 6°52'32" 150.00' 18.00' 8.93' 17.99' N01'26'16"E (RECEPTION No. 133690) C6 °j� C24 9°48'44" 150.00' 25.68' 12.87' 25.65' S87'54'32"W PARCEL ON THIS DATE, 02/17/15, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE (OWNER: ENZIAN AT VAIL CONDOMINIUMS ASSOCIATION) � / C25 0'07'36" 3620.00' 8.01' 4.00' 8.01' N64°09'25E PARCEL, EXCEPT AS SHOWN. � / O�PQO REG�S,T� � ACCESS EASEMENT / C9 �, � �- (RECEPTION No. 201406801) `O � � PARKING EASEMENT (HATCHED AREA) �q�'I N26'35'33"W�9.29' 27598 (RECEPTION No. 201406800) ��' (TIE) � _. �_________ o (SHADED AREA) O' �� � �'� � BRENT BIGGS � 02�25�20�5 � (SEE DETAIL) rp `� COLORADO P.L.S. 2.•��,/O� 5��� EA EME TL BOOKR237 AOTC PAGE 675 11 �'�O' �6 g6 / � AL LAN AND EASEMENT AND JOINT 66 MAINTENANCE AGREEMENT � (RECEPTION No. 869685) �� G � N7933'21"E-24.32' G (TIE) � g �� �� � HOLY CROSS ENERGY 6'I' r� ��� � UNOERGROUND RIGHT-OF-WAY 36' � o - � //�L2 EASEMENT (RECEPTION No. 20146650 'S83°03/ AND UTILITY EASEMENT � 3�E � � N8137'45"E (RECEPTION No. 2�146799) �/28•55' 2� � / �23 46.15 G�2 (HATHCED AREA) � V'Cp. �7J1 - � � C5 C11 -��,,,� EXHIBIT c�o S� �,j�O LOT 1 � CONCRETE � � RETAINING WALL .��� � � �j. STRATA AT VAIL S -g � �P�> ,�' �,�,, TOWN OF VAIL, PEDESTRIAN EASEMENT -�n��j � (�`� � �F� � (RECEPTION No. 201403458) v� v EAGLE COUNTY, COLORADO (SHADED AREA) < o R��N� �� �� PEAK LAND CONSULTANTS, INC. � D R A W N: J F C H E C K E D B Y: B B PH:(970)476-8644 FAX:(970)476-8616 SHEET � Of � 1000 LION'S RIDGE LOOP, SUITE 1D � DATE: 02/17/15 PLC JOB#: 1621- va��, CO 81657 / / / / GENERAL NOTES / 1. THIS IS NOT AN IMPROVEMENT LOCATION CERTIFICATE. THE SOLE PURPOSE OF T / THIS EXHIBIT IS TO SHOW THE AS-BUILT FOOTER LOCATIONS. FOUND No. 5 REBAR 2. � DENOTES AS-BUILT SURVEY LOCATION FEBRUARY 25 - MAY 12, 2015. WITH 1Yz" ALUMINUM CAP�_ C� L.S. No. 28267 C _ _ 20 3. SHADED AREAS INDICATE FOOTERS POURED TO DATE. 4. SOME FOOTERS ARE BURIED WITH CONSTRUCTION MATERIALS OR HAVE WALLS C21 FORMED ON THEM, UNABLE TO LOCATE BACK OF FOOTER IN THE FIELD. FOUND No. 5 REBAR O �,� / VLV.ISHNo� 282gMINUM CAP � �22 � GRAPHIC SCALE � � � � � ���/�P�� / / cO W 20 0 10 20 40 �O���G��/O � / � � O V� �ERS�P�� � / � / 1 inch FEE20 ft. �O <�N �� � � / � FOUND No. 5 REBAR / � ��WITH 1Yz" ALUMINUM CAP / � CANNOT ACCESS FOOTER L.S. No. 28267 / � IN THIS AREA DUE TO CONSTRUCTION / \ � PEDESTRIAN EASEMENT S�MEN�6821 � � � (RECEPTION No. 201403458) ��\��� N No, ��` 8112•� � /� � (SHADED AREA) �c�P �0 / � i �o �� / �� 'o. / � / � �� � � SHORING WALL � �� i� i i � FOUND No. 5 REBAR � \ �� Z � WITH 1Y2" ALUMINUM CAP � �� O L.S. No. 28267� 8112.� � \ � N �-] � i � / \ 8112.0 � L / � / \ / O ^ ~ � // O � O / / � i � 8111.8 � / � � ��� z � � \ ��� ° I � � LINE TABLE �2� \ � �/ LO T 1 � -' � � LINE LENGTH BEARING i �! � � � �� 44.19' S23'03'00"E �i 8112.5 (RECEPTION No. 201403458) �j � D �2 21.50' N66'57'00"E i STEP = 81120 8111.3 8114.0 � -< � 1.569 ACRES oo O `-' L3 16.55' S23'03'00"E STEP = 8112.5 � � L4 40.47' S69'44'54"E i� DDRESS: 705 WEST LIONSHEAD CIRCLE � •. i � a? � L5 19.02' S20'00'00"W i� � � L6 16.91' S57'56'00"W � L7 34.34' S40'21'26"E � � (� L8 42.68' N40'21'26"W � �9 3.95' N67'05'57"W UTILITY EASEMENT �� �8112.0 � r L10 16.68' S21'21'06"E (RECEPTION No. 20146799) � � (HATHCED AREA) � L11 19.61' S43'51'06"E 8112.0 ��� � i� L12 2.42' S66'57'14"W � �i � L13 11.17' S23'02'46"E � \ L14 2,42' N66'57'14"E 'QO/�r; � �� � \ �i� D L15 10.91' S23'02'46"E o\ � \ � � � 8112.0 Z1 L16 16.71' S87'54'26"E r'- � � � � � � Z L17 19.36' N81'06'08"E /6': � � � � .� 8112.4 (,� L18 19.35' N73'25'22"E /�\ \ � � �� � � L19 19.86' N74'05'59"E �/6, \ � �� �, � i� � � �� � L20 19.38' N59'25'35"E 6'.j\ � �' �� � � L21 13.85' S18'43'31"E �� �� / 8112.2 � .9 L22 58.44' S73'57'24"W ��� �� \ 8112.4 � 8114.8 = 8113.9 L23 11.10' S77'32'24"W ��� �� \ � - - _ _ _ _ _ _ _ L24 9.66' S86'26'41"W <"�� �i � 8112.4 8112.4 � L25 16.51' N79'48'28"W ✓ � � \ STEP = 8114.8 � � �2F 6.37' N1531'58"W i Z �� � � 8114.8 � � �� � \ � CURVE TABLE �° �� � / � CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING O � �� / �i � 8112.4 /���.��� ���, I 8114. 8114.9 �� 4'19'01" 3650.00' 275.01' 137.57' 274.94' S66'16'32"W � �, /��.�0 0� C2 90'47'25" 25.00' 39.61' 25.35' 35.60' N66'10'14"W �� �� 566 °o, 8114.8 C3 18'46'32" 125.00' 40.96' 20.67' 40.78' N11'23'16"W � � � C4 94'46'27" 150.00' 248.12' 163.05' 220.78' N45'25'36"E V, � C5 4'09'27" 289.00' 20.97' 10.49' 20.97' S89'15'51"E VAIL S P A � L�2 � �, � � � C23 C6 89'49'15" 5.00' 7.84' 4.98' 7.06' N24'52'27"W C 0 N D 0 M I N I U M S � �, � �10 � �+ � " C7 19'16'38" 150.00' 50.47' 25.47' 50.23' N 55'07'46"E � �� g o. 8114.8 C8 OMMITED -� 8112.4 ' C9 OMMITED (RECEPTION No. 191852) � •0��� <� 8112.4 8114.6 C10 2'20'01" 150.00' 6.11' 3.06' 6.11' S88'21'14"E (OWNER: VAIL SPA CONDOMINIUMS ASSOCIATION) .��+ �-1 �� 6°�� STEP = 8114.8 ` ` C11 17'42'01" 150.00' 46.34' 23.36' 46.15' N8137'45"E $0� �6 �Z M� 6 32 16 W 85 0� � ^ C13 5'01�5 09" 150.00' 39.93' 20.08' 39.86' N38'52'20"E C14 7'27'12" 150.00' 19.51' 9.77' 19.50' N2633'07"E EX H I B I T <� EA EMENTENT �8��� RECIpRO� ` �� C15 9'33'20" 150.00' 25.02' 12.54' 24.99' N18'02'52"E AN� ���NT23� qT PA� A��ES C16 15'13'49" 150.00' 39.87' 20.05' 39.76' N05'39'17"E I HEREBY CERTIFY THAT THIS EXHIBIT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT �RE M AG S FENCEYBUILDINGNORTOTHER FUTURE PROVEMEN�T LINOS FOR THE ESTABLISHMENT OF � cEPT��N NON 8gg68� q REEMENT �,� C18 6'26 59' 360.79' 403 1' 0 33' 40.059' NO2'45'47'E 4 C19 1032'05" 210.00' 38.61' 19.36' 38.56' N0838'59"W ENZIAN AT VAIL N19'48'32"E-43.50' C20 90'47'25" 25.00' 39.61' 25.35' 35.60' N66'10'14"W I FURTHER CERTIFY THAT THE IMPROVEMENTS SHOWN ON THE ABOVE DESCRIBED FOUND No. 5 REBAR PARCEL ON THIS DATE, 05/14/15, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE WITH 2" ALUMINUM CAP G9 S67'10'12"E-8.92' C21 25'06'51" 25.00' 10.96' 5.57' 10.87' N33'19'49"W PARCEL, EX�EPT AS SHaWN. C 0 ND 0 MINIUMS L.S. No. ILLEGIBLE � �22 1'57'44" 3650.00' 125.00' 62.51' 124.99' S67'27'11"W /� o� C23 6'52'32" 150.00' 18.00' 8.93' 17.99' N01'26'16"E (RECEPTION No. 133690) li6 °� C24 9'48'44" 150.00' 25.68' 12.87' 25.65' S87'54'32"W o�PpO RE��ST (OWNER: ENZIAN AT VAIL CONDOMINIUMS ASSOCIATION) h / C25 0'07'36" 3620.00' 8.01' 4.00' 8.01' N64'09'25E � / o F�'F` � / �9 2�598 .� ACCESS EASEMENT BRENT BIGGS � 05�I�{�ZOI5 �� o PARKING EASEMENT �RECEPTION(HATCHED AREA) �6 N2635'33"W�9.29' COLORADO P.L.S. 2. �, �� (RECEPTION No. 201406800) 1 (TIE) /�NAL LAN��' (SHADED AREA) ' �� � '�� (SEE DETAIL) rp� `A1 G MUTUAL AND RECIPROCAL ACCESS 11��+0��V696 / EASEMENT (BOOK 237 AT PAGE 675) •GJ� AND EASEMENT AND JOINT 66 MAINTENANCE AGREEMENT (RECEPTION No. 869685) �0 G� N7933'21"E-24.32' G (TIE) � 9 �� �� � UNDERGROUOND RIGHTS OF EWAY �6� � ��_� L� /�� �2 EASEMENT (RECEPTION No. 20146650 �583'03' AND UTILITY EASEMENT � 38��E � N81'37'45"E (RECEPTION No. 20146799) �/28•55 24= (HATHCED AREA) �/ `� �23 46.15' G�2 EXHIBIT cA. 7 - � LOT 1 � � C5 c�� ��� .�'�, STRATA AT VAI L c�o �S�-�, � TOWN OF VAIL, CONCRETE RETAINING WALL � ��-� -��j �� � .�. EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. PEDESTRIAN EASEMENT .�n� � P RECEPTION No. 201403458 �1��� G���-�F�� �� �� DRAWN: JF CHECKED BY: BB PH:(970)476-8644 FAX:(970)476-8616 ( (SHADED AREA) 0 R�GN �,� � SHEET 1 Of 1 l000 LION�S RIDGE LOOP, SUITE 1D �5 � DATE: 02/17/15 PLC JOB#: 1621- vAi�, CO 81657